Splashbacks and upstands in Blackhorse Lane

Yes. Blackhorse Lane is on the patch, and the postcodes we work here are E17. It is worked on our east London run, along with the rest of Waltham Forest. Where the bay sits some distance from the core, the carry across the car park is the longest leg of the day and gets boarded and lit. Panels come off the van in one trip where possible, since a tall piece handled repeatedly is a piece asking to be chipped. Kerb to kitchen is measured before the panels are unstrapped. The template happens in your kitchen and so does the fit, so there is nothing to visit and nothing to collect.

Poured screed over steel decking can fall away across a long run, so level is checked across the whole room before anything is packed. Exposed brick is the defining issue: the face is uneven by 10mm or more across a bay, so a stone splashback either scribes to it, which means the back of the panel has to be relieved, or it is deliberately set proud on a subframe with a shadow reveal all round. Blown plaster comes off before stone goes on. An intruding steel column, a brick pier or a downstand breaks a run that would otherwise have been one clean piece. It is usually what pushes a job towards a 100mm upstand instead of a full-height panel, because an upstand rides what a panel exposes. A window board below worktop height ends the upstand argument.

A car ceiling at 2.2m sets the tallest thing that will stand in it, and the trap panel and light fitting take a slice off even that. Splashback panels are lighter than a worktop and far more awkward, because a tall thin piece has to be carried on edge and cannot be tilted to clear a turn. The frame they travel in needs the clearance as well. The goods lift has its own booking sheet, and a bay slot without a lift slot only gets the stone as far as the lobby. Splashbacks are normally the last thing off, so a short parking window is exactly when they get rushed. Wind on an open street matters more than the walk does.

Not really, and claiming otherwise would cost nothing and mean nothing. What the research on this patch actually lists is worktop installation, worktop replacement and worktop fabrication. It reflects the local housing rather than any difference in the work. It is quoted, cut and fitted here the same way it is anywhere else on the patch. Extension budgets are usually well spent by the time the worktop is ordered, which is where the choice between quartz and a thinner sintered stone actually gets made. Splashbacks and upstands are cut from the same slab run at the same time, which is the only way the batch actually matches. Less to clean, for whoever cleans it. Rear and side-return extensions are where the islands appear, and an island is the piece that decides whether one slab does the kitchen or two. Ordered later from a different batch, the match is not reliable exactly where the pieces meet. Panels for every unit, cut in one go.

Power and waste come up through the floor, and where they surface decides which cabinet can hold a sink and which one cannot. Long runs almost never take a single panel, so the joint positions want agreeing before anything is templated. Height is agreed before the cut list closes. Material alone is £110 to £550 per square metre, and templating, fabrication and fitting are never folded into that figure.

Where a column lands in the run the template plots its actual outline so the stone is cut to fit around it rather than stopped short and filled. A tall panel that fits at the worktop will stand off the wall at the top unless the wall is dubbed out or the panel is scribed. Full height wants a flat wall behind it. Decide and build the backing method, scribe, subframe or board, before the template, because the templater is measuring to that face and not to the brick. Work between tenancies runs against a fixed date rather than a preference, and stone has a lead time that has to fit inside that window with a few days spare. A 100mm upstand is the low-maintenance answer, and full-height stone is the one that has to be committed to early. Heights that have to match are cut to match.

An old stone top is heavier coming out than the new one is going in, and leaves in sections. On a replacement the old top comes off in the morning and the new stone is down and sealed the same day. The units stay where they are and only the surface changes. A bay shared across a parade of shops turns over all day, so the arrival time matters more than the length of the booking does. Upstands travel in a crate and can wait on the van, which gives some flexibility a full-height panel does not. Standing a panel on the pavement is the last resort.

Grooves are machined in the workshop at the same time as the bowl cut-out, because they cannot be done well in a kitchen. The bowl position has to be settled before templating, since the grooves are set out from it. Services coming up through a floor slab mean the island cannot move to suit the stone, so the stone is cut to suit the island. What decides between a slim upstand and full-height stone is nearly always the wall rather than the taste. Siliconed to the top, never grouted.

A join added to get stone into the room is a different thing from a join added because the slab ran out, and the quote says which is which. Hoisting through a window is occasionally the answer, and it is a decision made at the template, not improvised on the fitting day. A goods lift booked by the hour puts a clock on the whole delivery, so pieces go up in a planned order and nothing is handled twice. It is usually the full-height panels rather than the tops that will not make the turn, and that only shows up when they arrive. A vertical break is easier to live with than a cracked panel.

What is quoted is what the drawing says, and the figure does not move unless the drawing does. Ask for the lines rather than the total. One number for a kitchen tells you nothing you can check. No installed price per square metre is published, because it is not a real number. Exposed structure means the back edge is not a straight line at all, and a scribe of fifteen or twenty millimetres across a run is normal. It decides whether the run gets one continuous piece or a set of separate lengths with a joint at every obstruction. Each obstruction is another joint, and it is priced as one.